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directly to the adiacent channel. <br />Proposed dewatering BMPs must <br />conform to the Woshinton State <br />Ecology design standards and shall be <br />submitted to the engineer for opprovol <br />prior to dewaterinq activities. <br />L.L5 Pre-Bid Agenda, <br />Presentation, and Sign- <br />ln Sheet. <br />The Pre-Bid agenda, presentation, and <br />sign-in sheet are added to Addendum <br />No. 1. <br />t.17 Earthwork Notes Sheet G5 Sheet G5 - Earthwork Notes #1", add the <br />following statement: <br />Estimated removol depth is based on <br />avoiloble geotechnical dota and may <br />chonge depending on field conditions. <br />Contractor shall instoll geotextile fabric <br />at the bottom of oll unsuitable soil <br />excovations. Contrdctor sh all excavate <br />moterial ot a moximum slope of <br />1.5H:7.0V for all unsuitable soil <br />excovations. <br />1.18 Geomembrane Liner - <br />Leak Location Survey <br />022LOO Add new technical specification section <br />022tOO to the project documents <br />requiring leak location survey for both <br />the primary and secondary <br />geomembrane liners at the compost <br />leachate pond <br />1.19 Revised Sheet C3 Sheet C3 Revised Sheet C3 showing the 4-inch <br />and 7-inch asphalt paved surfaces is <br />added to Addendum No. 1. <br />END OF ADDENDUM NO. 1 <br />Page 4 of 5